Research Article
Experimental and Numerical Simulation Study of Water Infiltration Impact on Soil-Pile Interaction in Expansive Soil
Table 1
The physical mechanic parameters of Nanyang’s expansive soil.
| | Properties | Value |
| | Liquid limit (%) | 49 | | Plastic limit (%) | 25 | | Plasticity index | 25 | | Specific gravity | 2.61 | | Maximum dry density (g/cm3) | 1.55 | | Optimum moisture content (%) | 25.5 | | Saturated volumetric water content, (%) | 41 | | Residual volumetric water content, (%) | 9 | | Permeability, (m·s-1) | | | Free swelling index (%) | 82% |
|
|
